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cr25_1735CORNER RECORD City of _ RIVERSIDE Brief Legal Description Agency Index CR250396 Document Number 202 5 - 03 _ County of RIVERSIDE LOT 30 OF TRACT NO.4864 PER M.B. 76/97-98. . California CORNER TYPE COORDINATES (Optional) N. E. ❑ Government Comer ❑ Control Elevation I ❑ Meander ❑X Property Units ❑ Metric ❑ U.S. Survey Foot ��- $ ❑ Rancho 0 Other Horizontal Datum f Zone Epoch Date _ Date of Survey September 22, 2025 Vertical Datum _ SEC.18 T. 3S., R. 5W., S.B.M. Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Comer/ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced ❑ Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): ON❑ y �0 SURVEYOR'S STATEMENT GABRIEL D. YBARRA This Comer Record was prepared by me or under my direction in conformance with LS4343 the Professional Land Surveyors' Act on September 23.2025 Signed P.L.S. No. 4343 OF CAUL COUNTY SURVEYOR'S STATEMENT This Comer Record was received le and examined and filed Signed P.L.S. orl4 C E. No. Z7 l Title y if in � _ � LAW County Surveyor's Comment ��a4��OL. CL x No.8488 ,* Exp.12-31-26 *� }F CA) BPELSG2016 Pegs t of 2 W.O. 25-92 Document Number 'k0 A S - 1-73-9 SURVEYOR'S NOTES BASIS OF BEARINGS IS TAKEN FROM THE CENTERLINE OF HERMITAGE LANE PER M.B. 76/97-98, BEING N 56'00'15" E. 4 DENOTES FOUND P.K. NAIL & WASHER STAMPED "RIVERSIDE CITY ENGINEER', FLUSH PER C.R. AS NOTED. DENOTES FOUND P.K. NAIL & TAG R.C.E. 12795 IN TOP OF CURB AT SIDE LOT LINE PROJECTED PER PER M.B. 76/97-98. O DENOTES S.F.N. SET 1" I.P. TAGGED L.S. 4343, UP 0.2', BY PROPORTIONATE MEASUREMENT. Qo DENOTES S.F.N. SET CONCRETE NAIL & TAG L.S. 4343 IN BLOCK WALL FOOTING BY PROPORTIONATE MEASUREMENT. ( ) DENOTES RECORD DATA PER P.M. M.B. 76/97-98.. S.F.N. DENOTES SEARCHED, FOUND NOTHING. ALL I.P. DIMENSIONS ARE INSIDE DIAMETER. S.F.N. IN T.C. ® PL. PRODS. FOR LOT 33. ESTABLISHED S'LY AND I E'LY CORNERS OF LOT 33 AT RECORD ANGLE PER M.B. 76-97-98. Agency Index CR250396 LINE DATA Q BEARING DISTANCE 1Q (N 41'03'39" E) (50.00') Q (N 70'56'51' E) (50.00') 3 N 26'05'21" W (R) 51.00' () N 26'06'42' W (R) 51.00' 4Q N 34'00'43' W 14.88' 5 N 34'00'21" W 14.67' © N 41'04'17" E 50.00' () N 41'03'39' E 50.00' 7 N 70'57'30' E 50.00' () N 70'56'51" E 50.00' 8 N 41'52'40" W (R) 51.00' () N 41'53'18' W (R) 51.00' TRACT No. 4864 M.B. 76197-98 BASIS OF BEARINGS PER C.R. 02-0332 (N 56-00'15" E 432.12') 'I N 56'00'15" E 432.21' � - -� HERMITAGE LANE CURVE DATA I o� a I OffLO O Q N N J 1 LdLL- 3 3 Q� loo LLJ o 0 I- p p Z Z m �I i NQ DELTA RADIUS LENGTH TANGENT 1 (14-56'36") (100.00') (26.08') (13.12) 2 20T51'00' 51.00' 180.56' 252.36' () 202'49'39" 51.00' 180.55' 3 7-02'12' 51.00' 6.26' 3.14' () 7'03'33" 51.00' 6.28' 3.15' 4 7-24'13" 100.00' 12.92' 6.47' () 7'23'57" 100.00' 12.91' 6.47' 5 7'32'23" 100.00' 13.16' 6.59' () 7'32'39" 100.00' 13.17' 6.59' 6 7'32'29" 100.00' 13.16' 6.59' () 7'32'29" 100.00' 13.17' 6.59' Tj 7'24'07" 100.00' 12.92' 6.47' () 7'24'07' 100.00' 12.91' 6.47' 8a (7'03'03") (51.00') (6.28') (3.14') 9 (202'50'09") (51.00) (180.55') 252.52' a cn PER C.R. 02-0333 ' M 5 5 rl � 0 M N 29 "" 30 rca-0 31 I oo co O N M Cri 1� M c� N (67.12') 33 67.12' N 56'00'32" j o o CD 'ooQ Q (N 56'00'15" o 0 � M M M _ 0 N Z v 3 34 rnoi M w 33 ° GO! 32 �` o0 �l z 1\ I J CHARTER OAK LANE ( - r- - - - N 56'00'54" E 432.21' PER C.R. 02-0330 (N 56'00'15" E 432.12') '„M� I® PER C.R. 02-0331 O BPELSG-2016 Page 2 of 2